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HomeMy WebLinkAbout661 Higgins Crowell Road Site Plan of Land 4I _ EXIT? :. - ;,/ .!•SOS. $q. ! I 1\_ \\ ... -`\\ `1\ \\ �._rq-' "-.•....._ .ate - X111 ,/ // i , / t i. 76.34 1 t \ \ \ 14.59'\ I 1 \ \1 t • _ a t cq I \ f I \ N 87.59'58" \--- R.i443.36' - _`_" \ 1 / t t , ! I \ \ 1 .I \ 35 Al ACCESS COVERS MUST QBE TO FINISH GRADE. FIRST 2' TO 9" 37.2 MINIMUM -COVER BE LEVEL 4" PERF PIPE TEE] 1 I \� l / / �:- MIN. 2' OF PEASTONE 4"VENT L. Po MIN 4' SOLID PIPE \ yy Orf L1. L n OAv \ 1useAFP`Et �ay.Vv L 3/4" - f 1/2" DIA. jjdA oto s s I (�9 OUTLET D -BOX DOUBLE WASHED STONE y1 LOCUS+ 0. _ 1 b 1 / J/ \t \ ', 1 \\. ° 0 28'x 50' LEACH FIELD 8 o+ A� h b• �I - R- 7' 6 • 3000 GAL H-20 BER 680. 2 COMPARTMENT 5 • r / �_ /r \ WATERTIGHTAND 6 l t ~~N 87 5938 W - _ / R-1509. 17' ?33.27 ! / /\ \ m� SEPTIC TANK FACTORY WATERPROOFED 70.86' 173 - \ ' WATERTIGHT AND I 4 \ FACTORY WATERPROOFED rn�rs COMPPACTEDDBASENE OR jt PROF I L E: NOT TO SCALE LOCUS MAP { r INVERT ELEVATIONS: DESIGN CRITERIA: ASSESSOR'S MAP 73. PARCEL 6 / / /' / \` / I �\ INVERT AT BUILDING: 31.8 / , / � � \ bO• I , DESIGN FLOW: ZONING DISTRICTS, AED A APD. MIN FRONTAGE - 100' // / ,e' r/ ( ys's // Zo' Y INVERT 1N SEPTIC TANK: 31.5 6972 S.F. OFFICE x 75 GPD PER 1000 S.F. SETBACKS: FRONT - 30'. SIDE - 10'. REAR - 30' INVERT OUT SEPTIC TANK: 31.25 EQUALS 523 GPD OR 90.910 S.F. LOT x MAXIMUM SITE COVERAGE - 159 UNLESS ARTIFICIAL RECHARGE i i \ ' // �/ 2 \ INVERT IN PUMP CHAMBER: 30.95 440 GPD/40.000 S.F. EQUALS 1000 GPD FOR EXCESS RUNOFF 1S PROVIDED. / // i/ t t• USE IOOO GPD FOR DESIGN / \ ! �tf 20' $UPPLrAQvr EXISTING TREES INVERT OUT PUMP CHAMBER: 90.70 FLOOD ZONE C. MAP 250015 0003 C. DATED 6/17/86 x / \ / ti lO To MEET B74aw OF Av Exrsr!m7 INVERT IN DIST. BOX: 36. 17 r \ t ! PROP'D /m1 frYP) , , \ \, PROP ID LIGHT / '°tom. 4' CALIPER nsE ca A PaorestD 2 COMPARTMENT SEPTIC TANK REQUIRED: - ,/ / \ \\ \ { ,r f LIGHT 1 ,, 3' CALIPER TRtE EVERY z0 FEET INVERT OUT DIST. BOX 36.0 /000 G.P.D. X 200x - 2000 GAL. IST CMPT GENERAL. NOTES . �� \ \ ' ,I a ,t PITHIN THE RUFFfP. INVERT IN LEACH FIELD: 35.9 { Y o ® I- 1000 G.P.D. X IOOx - 1000 GAL. 2ND CMPT TP#1 C �?6 t an INVERT END LEACH FIELD: 35:6 I. PROPERTY LINE INFORMATION WAS COMPILED FROMN x 1 `\ ® m 3000 GAL , 1 t p / BOTTOM LEACH FIELD: 35.1 r / SOIL ABSORPTION SYSTEM REQUIRED: p 1 w AVAILABLE PLANS AND DEEDS OF RECORD AND DOES �� { r o SEPTIC TANK i t , \ I o e -•- NEW CATCH WASIN , m / ADJUSTED GROUND WATER. 30. ! DESIGN PERC RATE ( 5 MIN/INCH _ NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. `^` �`\ \\ , mro �• RSM- 1 w v // OBSERVED GROUND WATER: 24.7 SOIL TEXTURAL CLASS - 1 2. VERTICAL DATUM 1S NGVD. FOR BENCH MARKS SET. / { { ^ / O r EFFLUENT LOADING RATE - 0.74 GPD/SF BOTTOM OF TEST HOLE #l: 20.5 SEE SITE PLAN. v �/ *Ti/ It INDEX WELL AIW 230, ZONE E 1000 GPD/0.74 GPD/SF - 1352 S.F. REQUIRED N \ / ~� 1 a z T t MAY O? READING -24. I '. ADJ-5.4' 3. NO DETERMINATION HAS BEEN MADE AS TO y 1� \ N ! m CWAM l \ I a m c Raw CHAMBfR_--..i , - PROVIDED: 28' x 50' LEACH FIELD. A-1400 $F COMPLIANCE WITH DEED RESTRICTIONS OR ZONING Roo I \ ' 32-1 1 1400 S.F. x 0.74 GPD/SF - 1036 GPD /� \ j o r v - 3-600 GAL LEACHI i ' b REGULATIONS. IT SHALL REMAIN THE CLIENTS `r ,� 1 = s P s w/4 STONE RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL m / Jf I lo'A 20• t _ BOUYANCY CALCULATIONS: PERMITS. VARIANCES ETC. FOR THIS PROJECT. PA R CEL L l Il ITYP) �' O SEPTIC TANK: DISPLACEMENT - (30.1-26.5) x 17 x 7 428 C.F. 177,928± S.F. ' I' 428 C.F. x 62.4 0/C.F. - 26732#. H-20 TANK 36000. OK 4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY yy��t 1 x !1 x TO HAVE THE PROPOSED BUILDING FOUNDATION PUMP CHAMBER: DISPLACEMENT - (30:1-26.2) 6.17 - 265 C.F. PROP '' ,,.�-� { , DESIGNED TO ACCOUNT FOR THE EXISTING GRADE f 265 C.F. x 62.4 01C.F. - 16517#. H-20 TANK - 21230* OK AND SOIL CONDITIONS AT THE LOCATION OF THE ys• so /r , j LIGHT rPR3 t1 \ / j PROP'yyY,, AY • - NH N/I •VENT ' PROPOSED BUILDING. r� r?6 /// LIGHT' t-IO.x 20 5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS ITYPI ; TO BE CONTAINED ON SITE. SOIL TEST P I T DA TA INDICATES INDICATES 6. ALL CONSTRUCTION METHODS AND MATERIALS AND i ,) PAVED SIDEWALK I fiOvosED d�� 1 I PERCOLATION = OBSERVED MAINTENANCE OF THE SEPTIC SYSTEM SHALL I\ �� 7d,bl J'CA IP R1 It i TEST ? GROUNDWATER I w f 'CALIPER , CONFORM TO MASS, D.E.P. TITLE 5 AND LOCAL TP°4 y l f ! `ftp( ( �. TP #/ TP #2 BOARD OF HEALTH REGULATIONS. f _ 0' HORIZON TEXTURE COLOR 30.0 0' HORIZON TEXTURE COLOR 32.1 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER �- ~- `!' v}, c , iI O ORGANIC O ORGANIC ��� SVFPL !HENT fxl STrkG TREES AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 1 t_ 1 THAN 3' IN DEPTH SHALL 8E CAPABLE OF WITH- AREA CALCULATIONS : '� 1 f aY� { TO Nf ET B I.AP OF AN EXLSTIM 4 1 { o ' t d> i %' a ' CAL rPEF TRFE eR A PROPOSED .. 29.7 4' 31.8 ' STANDING H-20 WHEEL LOADS. - - I --•r` zo / J" CAJ!IrR .EF EVFRT 2s FEET LOAMY IOYR LOAMY IOYR TOTAL LOT AREA (ENTIRE PARCEL 2) -177.9285 S.F. 4 t < , c� 20"' 11 10'P) �Y WI PIN THE BU.°'EF. A SAND 2/2 A/E SAND 3/2 PROPOSED LOT AREA ILOT 18C) - 90.910= S.F. suvvcrMEt.rE'xisrrHr TReFs i - t� I2' ... - 29.0 8' ....• ..•••.......... •• • .••• 31.4 B. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR )/:Ijt APPROVED EQUAL. TOTAL BUILDING AREA - 6.972 S.F. - 4x OF PCL 2. 8x OF LOT 18C TON Ef BYLAW E,� AN EXI ' { ;/ h t B LOAMY IOYR B LOAMY IOYR a% CAL 1 PfP, TREE OR A PROPo3w `` ,r. " ! 1 t SAND 3/6 SAND 3/6 TOTAL PAVED AND WALK AREA - 25.6655 S.F. -14x OF PCL 2. 28x OF LOT IBC / 3' CALIPERT RT cE £VERY .0 FEF. 9. SEPTIC TANK. PUMP CHAMBER AND D -BOX SHALL BE TOTAL IMPERVIOUS AREA - 32.6371 S.F. -/6x OF PCL 2. 36z OF LOT IBC / W; >�( i !6' 18.7 16' 30.8 THIN THE BUFFER. .-' �., , .. .. MED -COARSE IOYR FINE -MEDIUM IOYR REINFORCED PRECAST CONCRETE AND WATERTIGHT. C ' DUMPIER AREA Mfr GrcdtBAsrN C I SAND AND 5/4 C I SAND -COMPACT 613 - PARKING CALCULATIONS: 1 1 w/srocAROU; SIM -3z.3 '\ 1 � 56' GRAVEL 60" 7 MIN/JN l0. D -BOX IS TO BE WATER .TESTED TO CHECK FOR LEVEL. r 7Atzd' / FENCE ARO D 1 SPACE PER 200 SF OFFICE SPACE REQUIRED 1 2 N/IN 84 .•..... .• .............. ........ 25.1 /. _ -"_- ,� LOADING 11. BEFORE CONSTRUCTION CALL "DIG -SAFE'. 6.972 SF / 200 - 35 SPACES ` / ST.FA 23.0 94 _ " i1 MI I -888 -DIG -SAFE AND THE LOCAL WATER DEPT. PROVIDED - 62 SPACES / " �' 1 L� 84 = MEDIUM 29.3 FOR LOCATION OF UNDERGROUND UTILITIES. HANDICAPPED SPACES REQUIRED - 3 SPACES ' y / ' c / ,C 1 SANDF' a ,�jt 2 MIN/1N HANDICAPPED SPACES PROVIDED - 4 SPACES D '(X'// 12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE TREES REQUIRED 6118 - 8 TREES �N O /14' 20.5 120" 22.! ,�e > Yc! DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION TREES PROVIDED - 8 TREES ' y Y �lt� F,"' APF ; TP #3 TP #4 �j 13.600 GAL LEACH U V OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE / / ' 2 _ ; PIr� N/4' STONE HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR r A^ a" � 0' 32.7 O' 31.6 CONSTRUCTION INSPECTIONS, l I O 0 ORGANIC O ORGANIC 13. ALL UNSUITABLE MATERIAL (A A 8 HORIZONS! �gOWt� 7 w ° .................... ENCOUNTERED BELOW THE INVERT OF THE LEACHING \�s 3' •� 32.5 4" 31.3 LEACH frEcO --------- i MH Wir PENT o, A IE LOAMY IOYR A /E LOAMY f OYR FACILITY TO BE REMOVED FOR A DISTANCE OF 51' l2' PUMP SYSTEM NOTES: 3/.7 10' 30.8 -" SAND 3/3 SAND 313 Cl AROUND AND REPLACED WITH SAND IN ACCORDANCE ------------ O \ rn > r+ ;1 �\ m WITH TITLE 5. - 1. PUMPS TO BE MYERS RESIDEN71AL $EVADE PUMP MODEL SRM4 4• PVC INLET COUPLING • PVC OUTLET - '� a ... ��r``v, i \\� r7 LOAMY IOYR B LOAMY IOYR OR EDMAL.VEEP .. i, + '?C•` D18aX - �.� SAND 3/6 SAND 3/6 _ YERCUtY FLOAT Hae - ;d . -:♦ .V',,.,.4 �; �. 22" ----------------------- ------------ 30.9 20" 29.9 2. THE PUMPS SHALL ALTERNATE AND START AND STOP AT THE ELEVATIONS PAL VE ClFINE-MEDIUM IOYR /� I MEDIUM- IOYR SHOWN. THE LAG PUMP SHALL START WHEN THE ALARM STARTS. ALARM ON ., ...... ; o -�:+ ,�� l.. 1. J1^ SAND -LOOSE 5/4 SAND 514 PWP ON ... PwP$ VENT ' _ 3. THE PUMPS SHALL BE INSTALLED IV STRICT CONFORMANCE WITH' a AM t ' ' THE MANfIFACTURER'S SIECIFiCATIONS AND TITLE Y REGULATIONS, PwI OFF ....... ... - �•-.r- ", GRAVEL SOIL REMOVAL PUMP DISCHARGE SHALL BE 2 INCAES. PUMP SHOULD B£ ABLE TO e' - PUMPBE AND LIFTED OUT OF THE PUMP CHAMBER WITHOUT SEE NOTE IS. RESERVE - \• 72 " ••-•• ••• •• •• 25. 6 ` 96" 24.7 86' FINE 24.4 . HAYING TO ENTER THE PUMP CHAMBER. - PUMP DETAIL Nor To SCALE'c _ -•C2 SAND 4. THE ALARM SHALL START AT THE ELEVATION SHORN AND BE - p j POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. USING 1500 GAL. PUMP CHAMBER - - .0 - WATERTIGHT AND WATERPROOF l IDB " 13.7 108-, 22.6 _ S. AN ELECTRICAL PERMIT MUST SE ORTAINEO FOR THIS INSTALLATION. //�� p ^ L 0 T 18 �. 1` DATE: MAY 21. 2002 S . F. \ TEST BY: STEPHEN HAAS 90.9 10' 8' MIN. H2O CAST WITNESSED BY: LYNN MULKEEN CLAY BRICK LEVELING COURSE IRON FRAME AND COVER I C MORTARED IN PLACE W 1 TH 1 " VENT r 4" MIN. PEASTONE TO FINISH GRADE S/ TE P L ,g N O L ,Q NO 8' H2O CAST IRON 4 MIL POLY FRAME AND GRATE ` '' , �` \i A 4 `5s o L O T / 8 A /V SEL HAL LETT ROAD . MAP 70. PA R CEL 45 LEVEL �-,�'J%� CLAY BRICK LEVELING COURSE 70 OTHER 1- 114'1FT o J ��)/ WEST Y,4 RMOU TH . MP4 f MORTARED IN PLACE FROM BASfN 12' MIN HDPE' LEACHING PITS / LEGEND /per 4° I.D/A VENT, %�3 k MORTAR ALL Vd/66/ 1: PREPARED FOR I CLEANOUT 12' HDPE PIPE JOINTS LEACHING in /0' MINIMUM DISTANCE ® CONCRETE BOUND FOUND TO LEACHING '^/ / / '^/ Q E_ Q TEE BASIN v ® WATER GATE I.O! ' V l/ 1 L L GIV !/ S7 T f� L� 7 /� . L 3/4"-11/2" WASHED BETWEEN LEACH PITS T -W- WATER LINE t STONE ALL AROUND m O HYDRANT S CAL E:a�� -20 SOLIDoo $o © GAS GATE M catcH easlNeo REVISED: SEPTEMBER l0, 2004 TYPE 1-I BITUMINOUS CONCRETE ® CATCH -BASIN 0� b4 6'DIAM. 2' BINDER COURSE. I TOP COURSE _ EAGLE S U R V E Y I N G , I N C11_" -20 CONC SLAB.; • + =---v UTILITY POLE W/.GUY WIRE. 0 °p4,-, { 4 ' MIN. •+ 8.5' DENSE GRADED,CRUSHED STONE OHW - OVER HEAD WIRES P 923 Route 6A W112' DIA LEACH HOLE --"- c- SEE PLAN FOR ACTUAL WIDTH ' � - �- • , . OR 12' GRAVEL BASE -T-- UNDERGROUND TELEPHONE LINE g� =� Yo rmou t h ort , MA. 02675 x••10.4 EXISTING SPOT ELEVATION P _ CATCH BASIN LEACHING BASIN PAVEMENT DETAIL Ivo.__-• EXISTING CONTOUR �i;`��''`� (508) 362-8 32 I DETAIL NO SCALE 4o. 4O PROPOSED SPOT ELEVATION / (508 432-5333 DETAIL NO SCALE C� RUNOFF DIRECTION NO SCALE " a 0 15 30 60 JOB NO: 98-002 FIELD: CFW/EEK CALC: CFW/SAH CHECK:.CFW DRV: SAH